Parametric analysis of shear lag on composite box girders

被引：0

作者：

Cheng, HG ^{[1
]}

Qlang, SZ ^{[1
]}

机构：

[1] SW JiaoTong Univ, Sch Civil Engn, Chengdu 610031, Peoples R China

来源：

PROCEEDINGS OF THE SEVENTH INTERNATIONAL SYMPOSIUM ON STRUCTURAL ENGINEERING FOR YOUNG EXPERTS, VOLS 1 AND 2 | 2002年

关键词：

composite box girder; shear lag; series solution;

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

A method is proposed for parametric analysis of shear lag which can be applied to steel-concrete composite box girders with cantilever flanges. The method uses series solution to calculate shear lag and the effect of parameters. Its advantage over other methods is that it can analyze the parametric effect with simple calculation. An example is given to illustrate its accuracy and convergence.

引用

页码：754 / 758

页数：5

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